Hydrostatic levelling using hose

Abstract: The present invention comprises: a sythethic resin tube 8 with much elasticity and softness; the one end of the hose 8 is secured to a pressure sensor 11 and airtightly closed, and the other end of the hose 8 is connected to a reference instrument 7; the reference instrument 7 is larger in diameter and shorter in length compared to the hose; the hose is filled with low viscosity macromolecule liquid 9 such as silicon oil or water; the pressure sensor 11 is connected to a micro computer 12; the micro computer 12 finds an avarage value of fluctuation waveform within a certain cycle of output voltage of the pressure sensor 11; the micro computer 12 also calculates and memorizes a reference level based on the pressure difference caused by the reference instrument 7 and the pressure sensor 11, which are placed at different height; the reference level is measured at desired area applying an theory that the pressure sensor 11 indicates zero at a position even to the reference level 11, indicates positive pressure when the pressure sensor 11 is below the reference level, and negative pressure when above the reference level.

Description: The invention relates to a method for measuring a level position according to the preamble of claim 1 and to a hydrostatic leveling device according to the preamble of claim 3. A device of this kind and the corresponding method for measuring a level position is known from EP-A-0 553 871, which is discussed in more detail later on. Patent abstracts of Japan, vol. 17, no. 666 (P-1656); JP-A-52 23 566, discloses a communication pipe connected to a reference water bath, which is retained to a certain water level and then a manometer which detects the water surface level is connected in sequence to joints which are provided at required parts of the communication pipe, thus enabling water surface level to be detected. The upper and lower vertices of a wave of water level fluctuation are measured over a specified amount of time from initiation of detection of the water surface level of the manometer each time, thus enabling an average value of the measurement values to be the water surface level. Patent abstracts of Japan, vol. 9, no. 203 (P-381; JP-A-60 066 106 discloses a double-walled tank on the outside of a reference tank and circulating fluid is put between the inside and outside walls. The purpose of this device is to execute compensation by a change in temperature, and the temperature of the communicating pipe and a measuring standpipe is maintained constant. Up to now, the basic of level marking in constructions is such that the level marking begins with marking a horizontal line mark as a primary mark (a parent mark) on a surface of a building frame and a pillar of a building. Level positions of such as a ceiling, floor, sashes and fittings are figured by marks measured based on the horizontal line mark. Such mark is so-called a child mark (secondary line mark). As a prior art, there is a level measuring apparatus in combination of a staff having a scale on the surface thereof and a optical-type level which reads the scale of the staff. The disadvantage of this optical-type apparatus is that the scale of the staff is often misread. According to this prior art, a staff is placed in a certain position and the scale thereof is read from both the front and back sides with the optical-type level. Then a certain height calculated beforehand is added thereto and marking is done manually. This process has to be repeatedly done. Another disadvantage of this prior art is that it requires an assistant besides an operator. Further, it also requires a good skilled and well experienced operator to complete level marking successfully. Concering these disadvantages, there is a laser-beam-type level which releases laser beam to a staff. The disadvantage of this laser-beam-type level is that a spot of the laser beam on the scale of the staff is rather larger, so that it lacks accuracy of measurement. A mutual disadvantage of both the optical-type and the laser-type levels is that actual marking process is done by human hands, so that it also lacks accuracy of level measurement. Another mutual disadvantage is that the measurement can only be performed at an open space in which there is no obstacle between the level and the staff, which disturbs pass way of the light and the laser beam. In case there is any obstacles, they should be removed or the level or the staff should be replaced. A leveling tube, another prior art, is used at a place such as a small room in which a level cannot be used and leveling accuracy is not highly required. A leveling tube is widely used because it is inexpensive compared to an apparatus such as a laser-type level, and it is easy to use for any workers. A leveling tube is shown in Fig. 9. The leveling tube comprises a pair of transparent pipes 1, 1' connected each other by a rubber hose 2, and it is arranged such that the water level 3, 3' of the water 4 filled in the pipes 1, 1' is observable from outside. The principle of the leveling tube is such that the water level 3 in the tube 1 is equal to the other water level 3' in the tube 1', so that when the water level 3 is adjusted to the reference level, the other water level 3' indicates the same level. The leveling tube is inexpensive compared to a optical-type level and a laser-type level, and it can be used in such place that a optical-type or a laser-type level cannot be used because obstacles such as walles disturb a runway of the light or laser beam, as far as a rubber hose 2 reaches. The disadvantage of the leveling tube is that the water 4 in the tube spills since both edges of the hose are not sealed. Another disadvantage thereof is that it takes some time until the water level is stabilized. The above mentioned EP-A-0 553 871 resolves the spilling problem and stabilizing problem of the leveling tube. This known method is such, as shown in Fig. 10, that one end of the hose 5 is airtightly closed, so that the water does not spills even from the other end of the hose which is still open to the atmosphere, and that the fluidity of the water in the hose is more stabilized, enabling the level measurement more accurately. The structure of this prior art is such that water is filled in a hose, one end thereof is airtightly closed by securing a pressure sensor thereto and the other end thereof is widely open. A level or any height can be measured as such that the pressure sensor indicates zero when the water level of the closed end comes to the level equal to the level of the open end of the hose, and the pressure sensor indicates positive pressure when the water level of the closed end is lower than that of the open end. In the same manner, the pressure sensor indicates negative pressure when the water level of the closed end is higher than that of the open end of the hose. According to the optical-type and laser-type levels, they require to draw secondary line marks based on a horizontal line mark. That is, each level of the prior art can only indicate a level of the apparatus. As shown in Fig. 11 (a) and (b), when a certain level is to be measured and the level differ from that of the apparatus, the level of the apparatus is measured at first, then a difference (h) between the certain level and the level of the apparatus, which is figured out beforehand, is added using a scale to the level of the apparatus and a marking is done thereto. That is, in most cases, levels cannot be directly measured or marked, instead, drawing a secondary line mark based on the primary line mark is required. According to the prior art, a number of technical problems which should be resolved have been found as it was examined at a tough condition of construction field. At a construction field, the apparatus of the prior art is often affected by outer force such as wind, vibration, temperature and accidents, so that the inner pressure of the tube often varies depending on such condition, which unstabilizes the water level of the open end of the hose and an output of the electric pressure of the pressure sensor, causing the measurement inaccurate. The object of the present invention, is to provide a level position measuring method, level marking method and level marking apparatus comprising a hose, capable of directly measuring a certain height, without being affected by outer causes at construction fields. This object is achieved by the features in the characterizing part of claim 1 and claim 3. Brief Description of the Drawings Fig. 1 shows an elevational view of a basic structure of the present invention. Fig. 2 shows an elevational view of a structure of setting a reference level according to the presen invention. Fig. 3 shows an exploded view of a reference instrument of the present invention. Fig. 4 (a), (b), (c) show elevational views of a reference instrument at certain positions according to the present invention. Fig. 5 shows a perspective view of measurement according to the present invention. Fig. 6 shows an elevational view of a automatic level marking apparatus according to the present invention. Fig. 7 shows a perspective view of a reference instrument installed in a case according to the present invention. Fig. 8 shows a trasverse sectional view of a combination of a tube and an outer-tube according to the present invention. Fig. 9 shows an elevational view of a leveling tube according to a prior art. Fig. 10 shows an elevational view of principle a prior art (and the present invention) is based on. Fig. 11 (a), (b) show perspective views of secondary marking operations according to the prior arts. Detailed Description of the Present Invention To achieve the object raised above, a level position measuring method according to the present invention comprises a plastic(synthetic resin)-made tube (hose) with elasticity and softness. The one end of the hose is secured to a pressure sensor and airtightly closed, and the other end of the hose is connected to a reference instrument. The reference instrument is larger in diameter and shorter in length compared to the hose. The hose is filled with low viscosity macromolecule liquid such as silicon oil or water. The pressure sensor is connected to a micro computer, which finds an avarage value of fluctuation waveform within a certain cycle of output voltage of the pressure sensor. The micro computer also calculates and memorizes a reference level based on the pressure difference caused by the reference instrument and the pressure sensor, which are placed at different height. The reference level is measured at desired area applying an theory that the pressure sensor indicates zero at a position equal level to the reference level, indicates positive pressure when the pressure sensor is below the reference level, and negative pressure when above the reference level. A level marking method comprising Hose, capable of directly measuring a height comprises a pressure sensor introduced in claim 1 which is connected to a marking means such as a solenoid-type inker, cam-type inker or jet(spray) printer. The marking means functions as it receives ON and OFF signals from the pressure sensor. The ON signal is dipatched when the marking means such as an inker is even to the reference level, while the OFF signal is dipatched otherwise. The marking means and the pressure sensor are unitedly secured to a lift which is capble of moving up and down along a staff plate. The marking means automatically indicates a level mark when it comes to a level equal to the reference level. A level marking apparatus comprising Hose, capable of directly measuring a height, comprises a sythethic resin tube with much elasticity and softness. The one end of the hose is secured to a pressure sensor and airtightly closed, and the other end of the hose is connected to a reference instrument. The reference instrument is larger in diameter and shorter in length compared to the hose. The hose is filled with low viscosity macromolecule liquid such as silicon oil or water. The pressure sensor is connected to a micro computer, which computes an avarage value of fluctuation waveform within a certain cycle of output voltage of the pressure sensor. The micro computer also calculates and memorizes a reference level based on the pressure difference caused by the reference instrument and the pressure sensor, which are placed at different height. The pressure sensor is connected to a marking means such as a solenoid-type inker, cam-type inker or jet(spray) printer. The marking means functions as it receives ON and OFF signals from the pressure sensor. The ON signal is dipatched when the marking means such as an inker is even to the reference level, while the OFF signal is dipatched otherwise. The marking means and the pressure sensor are unitedly secured to a lift which is capble of moving up and down along a staff plate. The marking means automatically indicates a level mark when it comes to a level equal to the reference level. The level marking apparatus comprising hose, capable of directly measuring a height may further comprise a wave-control top plate and side plate at an opening of the tube in the reference instrument to cease fluctuation energy. The level marking apparatus comprising Hose, capable of directly measuring a height may further comprise an outer tube, surrounding an inner tube, to protect the inner tube from outer cause such as variation of temperature and mechanical shock. According to a level position measuring method of the present invention, level measurment is done as such that a reference instrument is placed, for example, on a floor, while an automatic marking detector is adjusted and set to a reference level which is scaled in advance based on the bench mark, then, within an area the hose can reach, level marking equal to the reference level can be automatically done by the detector. This operation can be done by only a single worker and the marking is done automatically. Further, it does not require to draw secondary line marks as it was required in prior art. Therefore, according to the present invention, anyone without much experience or skill in the field can do operation of level marking easily and accurately. The present invention is remarkable compared to the prior art that as far as the tube reaches, level marking can be done at any place such as at a corner, behind a wall and a small room the levels of prior art cannot be positioned. It should also be remarked, as mentioned above, that accurate marking process can be easily completed by a single person, and that level marking is directly done which unnecessiates secondary line marks. According to the prior art, level marking is completed as such that a primary line mark is drawn at first, then a secondary line mark is drawn adding some length to the primary line mark. According to the present invention, level marking for such as ceiling, floor and sash can be done directly, easily and accurately, so that even an inexperienced and non-skilled worker can complete level marking by himself, and that cost required for level marking operation can be saved. For any construction, accuracy in level marking is essential. Usually, level marking is done as soon as a building flame is completed by field workers and sometimes by specialists. However, the marks are often erased naturally as the construcition proceeds, so that normally level marking is repeatedly done for a few times. Level marking operations have not always been done accurately in the past, and it is not unusual that level marking is drawn at a position a few milimeter above or below the correct level, so that there have been problems that sash or floor is not even. Such problems were arised because level marking required two operations that first a primary line mark is marked then a secondary line mark is marked based on the primary line mark. Even the newest laser planar cannot resolve such problems, so that means easily operated by workers is desired. The present invention satisfies such desire. According to the present invention, low viscosity macromolecule liquid or water is filled in a tube, which does not leak through the wall of the tube, so that it is not necessary to refill the liquid(water) therein, and that it is easy to maintain. According to the present invention, an opening end of the tube is arranged with larger diameter and lower height, so that when outer force is affected to the tube and the inner pressure of the tube fluctuates, the fluctiation energy can be released at once, and that the fluctuation in the tube can be controlled faster. A pressure sensor according to the present invention is so sensitive that when there is even little fluctuation in the tube, it would take time to indicate the reference value, but since the pressure sensor is connected to a micro computer comprising a software which detects certain cycle of the fluctuation in the tube and calculates an avarage value thereof, so that even the fluctuation in the tube is still moving, it can indicates a reference value, enabling the level marking operation quicker. Such care is applied to resolve the problems caused by the condition that it takes time until the fluctuation of the liquid in the hose becomes stable because of such reason that the liquid is macromolecule, and that a long tube has to be placed at a construction field where outer force often affects to the tube. In case, a wave-control top plate and side plate are installed in a reference instrument, the fructuation energy in the hose generated by outer force can more quickly be controlled. Further, in case an outer hose is comprised around an inner hose the liquid is filled therein, the inner hose can better be prevented from factor such as heat and mechanical shock. Preferred Embodiment of the Invention A preferred embodiment of the present invention is shown in Fig. 1. A tube 8, made of synthetic resin such as urethane with enough elasticity and softness, forming a leveling tube, is filled with water 9 or low viscosity macromolecule liquid such as silicon oil. One end 8a of the tube 8 is connected to a bottom wall 10b of a reference instrument 7 which is larger in diameter and shorter in height compared to the hose 8. The reference instrument 7 comprises a box 10 having an air pipe 10a air passes therethrough at the top wall thereof. The other end 8b of the hose 8 is airtightly sealed as an air sensor 11 is secured thereto. The box 10 is filled with a certain amount of the liquid 9. In case the liquid 9 is low viscosity and there is possibility that the liquid may leak from the box 10, a valve can be installed to the air pipe 10a to prevent leaking. The pressure sensor 11 comprises a micro computer 12 with a software which calculates an average value of fluctuation waveform in a certain cycle of output voltage of the pressure sensor 11. Further, as shown in Fig. 2, the micro computer 12 memorizes a reference value based on the differential pressure caused by the difference level (h) between the reference instrument 7 placed on such as a floor and the pressure sensor 11 situated to the level (A). As shown in Fig. 5, when a level position of a ceiling 20 or any other part 21 is to be measured, a reference instrument 7 is placed on a floor 19 which is even, and a pressure sensor 11 is positioned before measurement at certain height which will be the reference level, and the reference level is memorized in a micro computer 12. Once the reference level is memorized in the micro computer 12, level marking for ceiling 20' or any other part 21' as high as the reference level can be done at any place such as behind a wall as far as a tube 8 can reach. The major characteristic of the present invention is that an operation of secondary line marking is not required at both a reference instrument 7 and a pressure sensor 11. As a result of this, mis-measurement caused by a secondary line marking operation is prevented. According to the preferred embodiment of the present invention, as described above, the box 10 comprises the air pipe 10a so that one end of the hose 8 is open to the atmosphere, and the other end of the hose 8 is airtightly closed, therefore, the liquid 9 in the hose 8 is prevented from leaking. The liquid 9 does not leak through the wall of the hose 8. Thus, the amount of the liquid 9 in the hose 8 still remains. As shown in Fig. 4 (a) ∼(c), the liquid 9 in the box 10 does not leak therefrom even the box is reversed or forced to stand at irregular positions, so that it is easy to carry or handle the box 10. To keep the liquid 9 in the hose 8 and the box 10 safely is an essential factor for the present invention. When the present invention is actually used at construction field, it will deeply be affected by various factors such as vibration, wind, temperature and accidents, so that the liquid 9 in the tube 8 is fluctuated by such outer force, thereby, it is necessary to wait until the fluctuation diappear to persue accurate measurement. According to the present invention, the box 10 is larger in diameter and shorter in length compared to the hose 8, so that the fluctuation in the hose 8 quickly disappear to the atmosphere, and that quicker measurment can be accomplished. Further, as shown in Fig. 3, the present invention comprises a wave-control top plate 13 and a wave-control side plate 14 around an opening 10c of the tube 8 positioned at the bottom 10b of the box 10, so that the liquid 9 flowed out of the opening 10c of the hose 8 caused by the fluctuation is controlled by those two plates 13, 14. The plates 13, 14 are also effective for a pressure pressure 11 which sensitively reacts to the pressure of the fluctuation. The present invention comprises a micro computer 12 which computes an average value of fluctuation waveform in a certain cycle of output voltage of the pressure sensor 11. Therefore, it is not wait long until the fluctuation of the liquid in the tube 8 stabilizes, so that the pressure sensor 11, which is sensitive to pressure change, can be more useful. Level marking should preferably be done automatically by machine rather than human hand for accurate measurement. As shown in Fig. 6, to automatically mark a level, a solenoid-type inker, a cam-type inker 15 or any other marking means such as a jet printer and the like should be comprised, which functions and draws a mark as it receives ON and Off signals dispatched from a pressure sensor 11. It is preferable that the pressure sensor 11 and the inker 15 are unitedly secured to a staff plate 16. The pressure sensor is arranged that it dispatches ON signal when the marking point of the inker 15 comes to a marking level 17 which is even to the reference level, otherwise it continues to dispatch OFF signal. In case, an inker 15 is comprised and there is some distance (L) between the marking point of the inker 15 and the pressure sensor 11, such distance (L) should be compensated by the micro computer 12 in adavance. By moving a staff plate 16 in the upper and lower directions on the surface of a wall, a level mark is instantly drawn thereon. This enables that anyone can do level marking operation easily, quickly and accurately by himself without requiring assistants. A detector 24 is such that a pressure sensor 11 and an inker 15 are secured to a lift 27 which goes up and down as a worm gear 26 revolves generated by a motor 25 which is secured to a staff plate 16. To draw a level mark with this apparatus, the detector 24 is pressed against a surface of a wall where level marking should be drawn, then the pressure sensor 11 is moved up or down by the worm gear 26, then when the pressure sensor comes to a position even to the reference level, a level mark 17 is automatically drawn on the surface of the wall. As shown in Fig. 6, the search area can be arranged, for example, as wide as about 40 milimeter. When the detector 24 enters in the search area, an OK signal is dispatched based on the pressure caught by the pressure sensor 11. Then, the elevator 27 slowly moves up or down and stops at the marking level. While, the detector 24 is out of the search area, a signal indicating that the detector is below or above the search area is released based on the pressure caught by the pressure sensor 11. As shown in Fig. 7, a reference instrument 7, tube 8 and detector 24 may be put in a store case 28, so that it is easier to carry, use and maintain. Outer factors such as change of temperature and mechanical shock arise fluctuation of the liquid 9 in a hose 8. To prevent this, as shown in Fig. 8, an outer tube 18 may be secured around an inner tube 8. It is better that both tubes 8, 18 separate each other at many portions. According to an experimental test, the outer tube 18 is remarkably effective. According to the present invention, as described above, has such effects that it makes possible that an individual can do level marking operation easily, quickly and accurately by himself without assistants.

Claims: Method for measuring a level position by means of a flexible tube (8) filled with liquid, wherein one end (8b) of the tube is tightly secured to a pressure sensor (11) for detecting the pressure of the liquid in the tube and the other end (8a) of the tube is connected with atmosphere via a reference reservoir provided on the other end (8a) of the tube (8), which reference reservoir is larger in diameter and shorter in length compared with the tube (8), characterized in that a reference level is calculated and memorized by means of a microcomputer (12) connected to the pressure sensor (11) on the basis of the pressure difference between the pressure sensor and the reference reservoir (7) placed at different heights, wherein the reference level is used to indicate zero at a position of the pressure sensor corresponding to the calculated reference level. Method according to claim 1, wherein the reference level is marked by a marking means (15) connected to the pressure sensor (11), which transmits an ON signal to the marking means, when the pressure sensor detects the reference level of the marking means, and transmits an OFF signal when the marking means is not positioned on the reference level. Hydrostatic levelling device comprising a flexible tube (8) filled with liquid, one end (8b) of the tube being tightly secured to a pressure sensor (11) which detects the pressure of the liquid in the tube, whereas the other end (8a) of the tube is connected with the atmosphere via a reference reservoir, which has a cross-section larger than the tube and is provided with an opening (10a) for connection with the atmosphere, characterized in that the pressure sensor (11) is connected with a microcomputer (12) for calculating the level position of the pressure sensor (11) in relation to the reference reservoir (7) depending on the pressure signals of the pressure sensor (11) delivered to the microcomputer (12), said microcomputer being adapted to calculate and memorize a reference level on the basis of the pressure difference between the pressure sensor and the reservoir placed at different heights, and to use said reference level to indicate zero when the pressure sensor is positioned at a position corresponding to said reference level. Device according to claim 3, wherein the pressure sensor (11) is connected with a marking means (15) operated by signals from the pressure sensor (11). Device according to claim 4, wherein the marking means (15) and the pressure sensor (11) are secured on a lift (27) which is movable up and down on a staff plate (16). Device according to the preceding claims, wherein the other end (8a) of the tube is provided with a plate-like damping element (13,14) within the reservoir (7) for damping fluctuations of the liquid in the device. Device according to anyone of the preceding claims, wherein the tube (8) is surrounded by an outer tube (18) for protecting the inner tube (8). Device according to anyone of the preceding claims, wherein a store case (28) is provided for receiving the reservoir (7) and the pressure sensor (11).

Inventors: IZUMITANI TAKESHI, KOBAYASHI KATSUSHI, IZUMITANI, TAKESHI, KOBAYASHI, KATSUSHI
Applicants: IZUMITANI TAKESHI, IZUMITANI, TAKESHI
Application year: 1994
Main classification: G01C5
IPC codes: G01C5